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ERECTION DRAWING

ESSEX STRUCTURAL STEEL CO., INC. 607 ROUTE 13

CORTLAND, NEW YORK 13045

PROJECT: S-1768 ISLAND LUMBER CO. BUILDING#3 1 POLPIS ROAD NANTUCKET, MA 02554

CONTRACTOR: IRISHSPAN INDUSTRIES, INC. 715 ALFRED ROAD ARUNDEL, ME 04046

BUILDING LOADS I DESCRIPTION: WIDTH: 72. FT LENGTH: 100. FT HEIGHT: 20. FT STRAIGHT COLUMN, CLEAR SPAN GABLED BUILDING PITCH: 3 I 12, ENCLOSED, UNHEATED (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS).

THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY: IBC 2009

CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT.

SOIL: D - Stiff Soil TERRAIN: B- Urban/Suburban lJtriLDING CATEGORY: 2- All Others £XPQ&Ulffi: 2- Partially SEISMIC DESIGN CATEGORY: B WIND IMPORTANCE: 1.00 SNOW IMPORTANCE: 1.00 SEISMIC IMPORTANCE: 1.00 LIVE FRAMES: 12. PSF LIVE PURLINS: 20. PSF WIND SPEED: 120. MPH WIND PRESSURE: 31.33 PSF GROUND SNOW: 35. PSF ROOF SNOW: 35. PSF COLLATERAL DEAD: 3. PSF FRAME DEAD LOAD: 6.75 PSF FRAME COLLATERAL DEAD LOAD: 3. PSF

BUILDER/CONTRACTOR NOTES IT IS THE RESPONSIBILITY llF THE BUILDER/CONTRACTOR TD INSURE THAT ALL PROJECT PLANS AND

SPECIF"ICA TIONS CCMPL Y 'JITH THE APPLICABLE REQUIREMENTS DF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEMS DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT ESSEX STRUCTURAL STEEL OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER DF RECORD DR DESIGN PROFESSIDNAL FDR A CDNSTRUCTIDN PROJECT.

THE CDNTRACTDR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FRDH APPROPRIATE AGENCY AS REQUIRED.

APPROVAL OF ESSEX DRA\JINGS AND CALCULATIONS INDICATE THAT ESSEX STRUCTURAL STEEL CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIF"ICA TIDNS.

'JHERE DISCREPANCIES EXIST BET'JEEN ESSEX STRUCTURAL STEEL PLANS AND THE PLANS FDR eTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. <SECT. 3.3 AISC CDDE DF STANDARD PRACTICE 9TH ED.l DESIGN CDNSIDERATIDNS DF ANY MATERIALS IN THE STRUCTURE 'JHICH ARE NDT FURNISHED BY ESSEX STRUCTl.R:Al STEEL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ENGINEERS OTHER THAN ESSEX STRUCTURAL STEEL ENGINEERS UNLESS SPECIFICALLY INDICATED.

THE CONTRACTOR IS RESPONSIBLE FDR ALL ERECTION DF STEEL AND ASSOCIATED 'JCRK IN CDMPLIANCE 'JITH ESSEX STRUCTURAL STEEL CDNSTRUCTIDN DRA'JING~

PRODUCTS SHIPPED TC BUILDER DR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPDN ARRIVAL. CLAIMS FDR SHORTAGE DR DEFECTIVE MATERIALS IF NDT PACKAGED MUST BE MAILED OR FAXED TO ESSEX 'WITHIN <5> DAYS AFTER RECEIPT Df' SHIPMENT. HOWEVER If" A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION 'JOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE HADE 'JITHIN <Sl DAYS AFTER THE BUILDER LEARNS DF THE DEFECT. ESSEX 'JILL NDT BE LIABLE FDR ANY DEFECT UNLESS CLAIM IS HADE 'JITHIN <D YEAR AFTER THE DATE OF ORIGINAL SHIPMENT BY ESSEX TD BUILDER DR HIS CUSTOMER. ESSEX 'JILL BE GIVEN A REASONABLE OPPORTUNITY TD INSPECT DEFECTIVE MATERIALS UPCN RECEIPT DF CLAIM BY BUILDER.

IF A DEFECT IS OF SUCH A NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATIDN AT THE JDB SITE 'JITHDUT THE NECESSITY OF RETURNING THE MATERIAL TO ESSEX, THEN UPCN 'JRITTEN AUTHDRIZATIDN DF ESSEX, THE BUILDER MAY REPAIR DR CAUSE THE MATERIAL TD BE REPAIRED AND ESSEX 'JILL REIMBURSE THE BUILDER FDR THE CDST llF THE REPAIR IN ACCORDANCE 'JITH THE 'JRITTEN AUTHDRIZATICN.

ALL BRACING AS SHD'JN AND PROVIDED BY ESSEX FDR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTDR AS A PERMANENT PART DF THIS STRUCTURE.

TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUIDES, BRACES, FALSE'JDRK, CRIBBING DR eTHER E:l£HENTS REQUIRED FOR THE ERECTION OPERATION \IILL BE DETERMINED, FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS 'JILL SECURE THE STEEL FRAMING, DR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TD THDSE FDR 'JHICH THE STRUCTURE 'JAS DESIGNED, RESULTING FROM 'JIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT UNPREDICTABLE LOADS SUCH AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. <SECT. 7.9.1 AISC CODE CF STANDARD PRACTICE, 9TH ED.>

APPROVAL NOTES THE FDLLO\IING CONDITIONS APPLY IF THESE DRAWINGS ARE USED AS APPROVAL DRAVINGSI

A> IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRA\r/ING$1 1l BE MADE IN RED INK 2) ALL CHANGES CLEARLY INDICATED. 3l BE LEGIBLE AND UNAMBIGUOUS 4) HARK UP <2> SETS OF DRA\rllNGS, RETURN (1) SET WITH ANY CORRECTIONS

AND ADVISE IF 'JE CAN PROCEED 'JITH FABRICATIONS, PER THDSE MARKED­UP DRAWINGS

Bl DATED SIGNATURE IS REQUIRED ON ALL PAGES C) MANUFACTURER RESERVES THE RIGHT TD RESUBMIT DRA'JINGS 'JITH EXTENSIVE DR CDHPLEX

CHANGES REQUIRED TO AVOID HISFABRICATIDN. THIS MAY IMPACT DELIVERY SCHEDULE. D> APPROVAL OF THESE DRA\r/INGS INDICATES CDNCLUSIVEL Y THAT ESSEX HAS CORRECTLY

INTERPRETED THE CONTRACT REQUIREMENTS. AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRA'JN, DR AS DRA'JN 'JITH INDICATED CHANGES REPRESENTS THE MATERIALS TO BE SUPPLIED BY MANUFACTURER.

El ANY CHANGES NOTED ON THE DRA'JINGS NDT IN CDNFDRMANCE 'JITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING IJN MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNO\r/LEDGED AND AGREED TO IN VRITING BY CHANGE ORDER DR SEPARATE DDCUHENTATID~ MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTIDN, DR HERE REVIE'J DF THE DRA'JINGS SUBMITTED. HD'JEVER, MANUFACTURER DDES NDT ACCEPT CHANGES DR ADDITIDNS TD CONTRACTUAL TERMS AND CDNDITIDNS THAT HAY APPEAR 'JITH USE llF A STAMP DR SIMILAR INDICATIDN DF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRA\r/INGS BY THE CUSTOMER, ARCHITECT. ENGINEER, OR ANY OTHER PARTY 'JILL BE CONSIDERED AS UNACCEPTABLE ALTERATIDNS TO THESE DRA'JINGS NDTES, AND 'JILL NDT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BET'JEEN HANUF ACTURER AND ITS CUSTOMER.

GENERAL NOTES THE STRUCTURE UNDER THIS CDNTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND

CDNDITIONS STIPULATED IN THE CONTRACT AND SHD'JN ON THESE DRA'JINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM DR REMOVAL OF' ANY COMPONENT PARTS, OR ADDITIONS OF OTHER CONSTRUCTION MATERIALS DR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT DR STRUCTURAL ENGINEER. ESSEX STRUCTURAL STEEL \/ILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED.

THIS METAL BUILDING IS DESIGNED 'JITH ESSEX STRUCTURAL STEEL STANDARD PRACTICES 'JHICH ARE BASED ON PERTINENT PROCEDURES AND RECDHHENDATIONS DF THE FOLLD'JING DRGANIZATIONS AND CODES.

1. AMERICAN INSTITUTE OF STEEL CIJNSTRUCTIONz •sPECintATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS•

2. AMERICAN IRDN AND STEEL INSTITUID 'SPECIFICATIDNS FDR THE DESIGN DF CDLD FDRHED STEEL STRUCTURAL MEMBERS•

3. AMERICAN 'JELDING SOCIETY• 'STRUCTURAL 'JELDING CODE' A'JS Dl.l. 4. METAL BUILDING MANUFACTURER'S ASSDCIATIDN• 'LO'J RISE BUILDING SYSTEMS MANUAL' MATERIALS PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES,

AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD-FORMED SECTION, CDNFDRM TO ASTH-A570 DR A-572 FLANGES 'JITH THICKNESS' DF ONE INCH DR LESS AND 'JIDTH DF 12' OR LESS CONFORM TO A-529 'JITH YIELD PDINT DF 55,000 PSI. FLANGES GREATER THAN 1' IN THICKNESS OR 12' IN 'JIDTH CCNFDRM TD A-572 'JITH A HINIHUH YIELD PDINT DF 55,000 PSI. 'JED MATERIAL CONFDRHS TO ASTH-A36 MODIFIED 'JITH A MINIMUM YIELD PDINT DF 55,000 PSI.

MATERIALS PROPERTIES OF' TUBE SECTIONS CONFORM TO ASTH-A53 TYPE E. GRADE B \liTH A MINIMUM YIELD PDINT DF 46,000 PSI.

MATERIAL PROPERTIES DF HDT ROLLED STEEL MEMBERS CDNFDRM TD THE REQUIREMENTS DF ASTM-A36 DR AS72 WITH A MINIMUM YIELD POINT OF' 50..000 PSI.

MATERIAL PROPERTIES OF CDLD FORMED LIGHT GAGE STEEL MEMBERS CDNFCRH TD ASTH-A570 OR A607 GRADE 55 MODIFIED 'JITH A MINIMUM YIELD PDINT llF 57,000 PSI.

MATERIAL PROPERTIES llF ROOF/'JALL SHEETING, BASE METAL CONFORM TD ASTH-A792 GRADES D DR E 'JITH MINIMUM YIELD PDINT DF 50,000 PSI. AND 80,000 PSI. RESPECTIVELY, AS REQUIRED BY DESIGN. CDATING DF BASE MATERIAL IS 55Y. ALUMINUM ALLDY IN ACCDRDANCE 'JITH AZ55 SPECIFICATIDNS.

CABLE UTILIZED FOR BRACING MEMBER CONFORM TO ASTM-A47S ROD AND ANGLE UTILIZED FlJR BRACING MEMBER CONFORM TO ASTH-A36 STRUCTURAL JOINTS WITH A.S.T.M. A325 HIGH STRENGTH BDLTS,\IHERE INDICATED ON THE DRAWINGS, SHALL BE

ASSEMBLED AND THE BDL TS TIGHTENED IN ACCDRDANCE 'JITH 'TURN DF NUT• METHOD AS DESCRIBED IN THE SPECIFlCATIDNS F11R STRUCTURAL JOINTS USING A.S.T.H. A-325 DR A-490 BOLTS (6-30-04>. UNLESS IJTHERWISE NDTED. ALL JDINTS 'JILL BE ASSEMBLED 'JITHOUT 'JASHERS UNLESS DTHER'JISE NDTED.

ALL STEEL MEMBERS EXCEPT BOLTS. FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CDRRCSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS llF TTP-636. RED OXIDE PRIMER IS PROVIDED 'JITH EVERY JDB, SO ONLY TDUCH UP CAN BE MADE TD MATERIALS THAT MAY HAVE HAD PRC LONGED EXPOSURE. DESIGN 'WIND CAPACITY FOR COMPONENT AND CLADDING FASTENING SHALL CONFORM TO ASCE 7 CHAP 6

SHDP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPDNSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHER\r/ISE IN THE CONTRACT.

FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY DF ESSEX STRUCTURAL STEEL. THE BUILDING REACTION DATA REPORTS THE LDADS 'JHICH THIS BUILDING PLACES ON THE FDUNDATIDN. ANCHOR DOLTS <NDT BY ESSEX> SHALL BE ACCURATELY SET TC TOLERANCE DF +/- 118' IN BOTH ELEVATIDN AND LOCATION. COLUMN BASE PLATES ARE DESIGNED NDT TD EXCEED A BEARING PRESSURE llF 1125 POUNDS PRE SQUARE INCH.

SAFETY COMMITMENT ESSEX STRUCTURAL STEEL HAS A CDHHITHENT TD MANUFACTURE QUALITY BUILDING CDHPONENTS THAT

CAN BE SAFELY ERECTED. HO'WEVER, THE SAFETY COMMITMENT AND THE JOB SITE PRACTICES OF THE ERECTDR ARE BEYOND THE CDNTROL DF ESSEX STRUCTURAL STEEL.

IT IS STRONGLY RECDMHENBED THAT SAFE 'JDRKING CONDITIONS AND ACCIDENT PREVENTIDN PRACTICES BE THE TCP PRIDRITY llF ANY JDB SITE.

LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHDULD AL'JAYS BE FDLLD'JED TD HELP INSURE YORKER SAFETY.

MAKE CERTAIN ALL EMPLOYEES KNO\rl THE SAFEST AND MOST PRODUCTIVE WAY OF' ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNO'JN BY ALL EMPLOYEES.

DAILY MEETINGS HIGHLIGHTING, SAFETY PROCEDURES ARE ALSO RECDHHENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FDR RDDF 'JDRK, PROPER EQUIPMENT FDR HANDLING MATERIALS, AND SAFETY NETS WHERE APPLICABLE, ARE RECIJHMENDED.

UNLOADING) HANDLING & STORING MATERIAL A CRANE AND/OR FORKLIFT IS NECESSARY FDR UNLOADING THE CDHPDNENTS OF A METAL BUILDING.

CARE SHOULD BE ALIJAYS BE TAKEN TD AVOID DAMAGING MATERIAL LONG PANELS MAY BE mFTICULT TO HANDLE BY LIFTING THE BUNDLE FROM UNDERNEATH

AL'JAYS SPREAD THE FDRKS AS 'JIDE AS PDSSIDLE TD PREVENT THE PANELS FRDH BENDING. EVEN 'JITH THE FORKS AS 'JIDE AS POSSIBLE, IT STILL MAY BE NECESSARY TO LIFT CERTAIN LOADS 'JITH A CRANE AND SfREAJlER BAR TO AVOID DAMAGING MATERIAL

STRUCTURAL A GREAT AMOUNT OF TIME AND TROUBLE CAN BE SAVED IF THE BUILDING PARTS ARE UNLOADED AT THE SITE ACCDRDING Til A PREARRANGED PLAN. PROPER UJCATIDN AND HANDLING OF COMPONENTS 'JILL ELIMINATE UNNECESSARY HANDLING.

INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE DOVNS FOR LOADS THAT MAY HAVE SHIFTED DURING TRANSITI REMEMBER SAFETY FIRSTII

BLOCKING UNDER THE COLUMNS AND RAFTERS PROTECTS THE SPLICE PLATES AND THE SLAB FROM DAMAGE DURING THE UNLOADING PRDCES~ IT IS ALSO FACILITATES THE PLACING CF SLINGS DR CABLES AROUND THE MEMBER FOR LATER LIFTING AND ALLD'JS MEMBER TD BE BDL TED TOGETHER INTD SUBASSEMBLIES 'JHILE ON THE GROUND. EXTRA CARE SHOULD ALWAYS BE EXERCISED IN THE UNLOADING OPERATION TO PREVENT INJURIES FRDH HANDLING THE STEEL AND TO PREVENT DAMAGE TO MATERIALS AND THE CONCRETE SLAB.

IF VATER IS ALLD'JED TD REMAIN FDR EXTENDED PERIDDS IN BUNDLES DF PRIMED PARTS SUCH AS GRITS, PURLINS, ETC., THE PIGMENT 'JILL FADE AND THE POINT 'JILL GRADUALLY SOFTEN REDUCING ITS BOND TD THE STEEL THEREFORE, UPON RECEIPT llF A JDB, ALL BUNDLES llF PRIMED PARTS SHOULD BE STORED AT AN ANGLE TO ALLOW' TRAPPED \lATER TO DRAIN A\IAY AND PERMIT AIR CIRCULATION FDR DRYING. PUDDLES OF 'JATER SHOULD NDT BE ALLD'JED TD CDLLECT AND REMAIN ON CDLUHNS DR RAFTERS FDR THE SAME REASONS. ALL PRIMER SHOULD BE TOUCHED UP AS REQUIRED BEFORE ERECTIDNII PIECE H-S ARE 'JRITTEN DN THE END PLATES llF THE STRUCTURAL MEMBERS.

~ALL & ROOF PANELS ESSEX BUILDINGS VALLS AND R[](]f" PANELS ARE COU1R CflATED GAL VALUHE STEEL PROVIDING

EXCELLENT SERVICE UNDER 'JIDELY VARIED CDNDITIDNS. ALL UNLOADING AND ERECTIDN PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE 'JHICH MERIT CAUTIOUS CARE IN HANDLING.

UNDER ND CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES DF SHEETS SHOULD BE LIFTED OFF THE TRUCK VITH EXTREME CARE TAKEN TO INSURE THAT ND DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. TH£ PACKAGES SHOULD BE STORED OFF THE GRDUND SUFFICIENTLY HIGH TD ALLD'J AIR CIRCULATION UNDERNEATH THE PACKAGE~ THIS AVOIDS GROUND MDISTURE AND DETERS PEOPLE FROM 'JALKING ON THE PACKAGES. ONE END SHOULD AL'JAYS BE ELEVATED TO ENCOURAGE DRAINAGE IN CASE DF RAIN.

ALL SfACKED METAL PANELS ARE SUBJECT, TO SAME DEGREE, TO LOCALIZED DISCOLORATIDN DR STAIN \JHEN IJATER IS TRAPPED BETVEEN Tt£IR CLOSELY NESTED SURFACES. ESSEX STRUCTURAL STEEL EXERCISES EXTREME CAUTION DURING FABRICATIDN AND SHIPPING DPERATIDNS TD INSURE THAT ALL PANEL STOCK IS KEPT DRY. Hll'JEVER, DUE TC CLIMATIC CDNDITIONS, 'JATER FDRHED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BET\IEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN STACKED SHEETS <''Jj-H(E]iNtAGiEiX.PCSED TD RAIN. THIS DISCDLDRATION CAUSED BY TRAPPED HDISTURE IS DFTEN CALLED 'JET • STAIN.

IS USUALLY SUPERFICIAL AND HAS LITTLE EFFECT ON THE APPEARANCE DR SERVICE AS LONG AS IT IS NDT PERMITTED TD REMAIN DN THE PANELS. HO'JEVER, MOISTURE IN

DF DVER AN EXTENDED PERIOD CAN SEVERELY ATTACK THE

irJiij;~~fl~'r';~r~·n~~~~~~~~~LIF~E~ .. ~T.~HEREF"DRE, IT IS IMPERATIVE THAT ALL pANElS BE

m THE.SlfAi'KED CIRCULATE.

\/HEN HANDLING OR UNCRATING THE PANELS. LifT gATHER THEN SLIDE THEM APART BURRED EDGES MAY SCRATCH THE COATED SURFACES 'JHEN SHEETS ARE SLID DVER ONE ANOTHER. NEVER ALLD'J PANELS TO 'WALKED ON 'WHILE ON Tt£ GRDUND.

tiDI.Eil..!.lSE GLOVES 'JHEN HANDLING METAL PANELS TD PREVENT HAND~fj({JIJR!ES.<BE A'JARE OF THE DANGERS DF HANDLING PANELS ON A 'JINDY DAY. A LARGE PANEL CAN CATCH ENOUGH liiND TO KNOCK A 'WORKER OFF HiZ FEET, EVEN OF THE GRtlJND LEVElJI SAfETY EIRSJI

ABBREVIA TIDNS A.F.F. ABOVE ElNlSHED FLOOR @ AT APPRDX APPROXIHA TE CCL CDLIHI CDNC CONCRETE CDNT CDNTINUOUS DIA DIAMETER EA EACH ELEV ELEVATION EXIST EXISTING F.D. FRAMED IJPENING FRH FRAME GA GAGE GALV GALVALUME INSUL INSULATION MAX MAXIMUM MIN MINIMUM D.C. ON CENTER D.H. OVERHEAD REQ'D REQUIRED S'JL LEFT SIDE'JALL S'JR RIGHT SIDE'JALL TYP TYPICAL U.N.D. UNLESS NDTED DTHER'JISE

"PBR" PANELS THE "PBR• PANELS ARE DESIGNED FOR ROOF APPLICATION, BUT HAY ON DCCASIDN BE

INSTALLED DN THE \/ALL THE PROfiLE IS THE SAME AS THE 'R' PANELS EXCEPT FOR THE ADDITION Of THE SUPPORT LEG ON THE LEADING EDGE ON ONE SIDE. fRECTIDN D[ nus PANEJ REQ1JIR£S THAT THE PROP£R DIRfCTJQN DE ITS APPLJCATION D£ ESTABLISHED. THE SUPPORT LEG ALLD'JS FOR BETTER NESTING 'JITH THE OVERLAPPING RID CF THE NEXT PANEL. THE INSTALLATION DF THE PANELS 'JDULD PROCEED FROM LEFT TD RIGHT.

llilH!&Ill DC NDT STEP ON THE MAJOR RIBS DF THE PBR PANEL. AL 'JAYS FDLLC'J ALL OSHA SAFETY RECDMMENDA TIDNS. SAfETY fiRSTU

II A" & "REVERSE RUN R-PANEL" THESE PANELS ARE DESIGNED fOR VA! I APPI TCATWN OM y THE INVERTED RIBS

INCDRPORATED INTD ITS DESIGN PRODUCE SMOOTH SHADO'J LINES AND SEMI-CONCEALED FASTENERS. SHEETING CAN BEGIN FRDH EITHER END DF THE BUILDING, AND APPLICATION DF THE ARCHITECTURAL PANEL IS NDT DIRECTIONAL. PROPERLY INSTALLED, THE TDP EDGES 'JILL HAVE MINIMUM VISIBILITY.

l!llW. THE PANELS ARE ADVERSELY AFFECTED BY AN UNEVEN GIRT LINE, AND/DR INSULATIDN THAT CAUSES AN UNEVEN GIRT LINE. EITHER SITUATION CDULD CAUSE OIL CANNING IN THE PANELS.

THE DESIGN DF THE PANEL LAP ALLO'JS FDR EDGES TO BE VISIBLE 'JHEN INSTALLED. EQUIPMENT LIMITATIONS AND MANUFACTURING TOLERANCES, AS OTHER FACTCRS CAN CDNTRIBUTE TD 'JAVINESS AT VISIBLE EDGE~

HillEl. DO NOT APPLY PRESSURE TO THE PAN Of PANE! S DURING INSTALLATION, WHEN THE PRESSURE IS RELEASED 'DIL CANNING' 'JILL OCCUR. SAFETY EIRSD

FASTENER INSTALLATION CORRECT FASTENER INSTALLATION IS DNE DE THE HDST CRITICAL STEP 'JHEN INSTALLING

RDDF PANELS. DRIVE THE FASTENER IN UNTIL IT IS TIGHT AND THE 'WASHER IS FIRMLY SEATED. DQ NOT DV£RDRIVE FASTENERS. A SL.IWI. EXTRUSION OF" NEOPRENE AROUND THE VASHER IS GDDD VISUAL TIGHTNESS CHECK.

ALW'AYS USE THE PROPER TOOL TO INSTALL FASTENERS. A FASTENER DRIVER <SCREW GUN> 'JITH ON RPM DF 1700-2000 SHOULD BE USED FDR SELF TAPPING SCRE'JS. DISCARD 'JCRN SOCKETS, THESE CAUSE THE FASTENER TO 'JADDLE DURING INSTALLATION.

THE DESIGN DF THE PANEL LAP ALLC'JS FDR EDGES TO BE VISIBLE 'JHEN INSTALLED. EQUIPMENT LIMITATIONS AND MANUFACTURING TOLERANCES, AS OTHER FACTOR CAN CONTRIBUTE TO 'JAVINESS AT VISIBLE EDGE.

lillW. AL'JAYS REMOVE METAL FILLINGS FRDH SURFACE OF PANELS AT THE END OF EACH 'JORK PERIDD. RUSTING FILLINGS CAN DESTROY THE PAINT F"INISH AND VDID ANY 'JARRANTY.

MASTIC SEALANT

SEALING THE SIDE LAP

PANEL FASTENER LOCATIONS

-~~ ~~--~~~-

PANEL FASTENER LOCATIONS <AT INTERIOR OF' PANEL>

R-PANEL

~;::;·· I .. I ··~ r ,..._, ---+-~" - n ---t r

REVERSED RUN R-PANEL REVERSED RUN R-PANEL -y=~ q; . . q; . ·::-qr

A-PANEL

'( '( 'r NOTE• L TAPE SEALER REQUIRED AT PANEL SIDELAPS 'JHEN USED AS RDDF PANELS. 2. SIDELAP FASTENERS ARE REQUIRED AT 24' O.C. <14 X i• LAPTEK SCRE'WS>

•c• DECK <USED FDR CONCRETE DECKS>

'II' DECK <USED FDR RDIJF DECKS>

ERECTION REQUIRES MINOR ADJUSTMENTS

A-PANEL -v=- + .. + ---=t

ESSEX STRUCTURAL STEEL CO., INC. CORTLAND, NEW YORK 13045 ERECTION DRAWING REVlSIONS PROJECT: ISLAND LUMBER CO.

1 POLPIS ROAD NANTUCKET, MA 02554

l-----------1 CONlRACTOR: IRISHSPAN INDUSTRIES, PROJECT NO.: S-1768

1------------1 Till£: NOTES

l-----------1 DRA'At4 BY: CRJ SCALE: D.N.S.

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NOTE: ALL TAIL DIMENSIONS FOR OPENINGS ARE FROM STEEL LINE

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16 AB.62x12 2.00 52 AB.75X24 2.00

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DETAIL H MAINFRAME COLUMN DETAIL OUTSET GIRTS

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USE (4) 3/4 x 24 A/BOLTS l ..- "" "" ..- a, ERECTION REQUIRES MINOR ADJUSTMENTS r= 0 0 ;; ~ <0 ..-

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D- ESSEX STRUCTURAL STEEL CO., INC. COR1LAND, NEW YORK 13045 ERECTION DRAWING

I.a.

I l- 3" 3"-

(_.___ 8 1/8" ---1

USE (4) 5/8 x 12 A/BOLTS

l z _J

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z 0 ,_, 1-<[ u 0 -"---reD-_j

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USE (2) 1/2 EXPANSION ANCHORS {BY OTHERS)

REVISIONS PROJECT: ISLAND LUMBER CO. 1 POLPIS ROAD NANTUCKET, MA 02554

l-----------1 CONTRACTOR: IRISHSPAN INDUSTRIES, PROJECT NO.: S-1768

1-----------l TillE: ANCHOR BOLT LAYOUT

1-----------1 DRAWN BY: CRJ 1 DATE: 1 SCALE: 08/18/17 D.N.S.

INC.

SHEET:

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8 0 0 0 0 ERECTION REQUIRES MINOR ADJUSTMENTS

ESSEX STRUCTURAL STEEL CO., INC. ERECTION DRAWING CORTLAND, NEW YORK 13045

REVISIONS PROJECT: ISLAND LUMBER CO. 1 POLPIS ROAD NANTUCKET, MA 02554

CONTRACTOR: IRISHSPAN INDUSTRIES, INC. PROJECT NO.: S-1768

llill: MEMBER LDCA TIDN SHEET:

DRAWN BY: CRJ I DATE: I SCALE: lA 08/18/17 D.N.S.

0 0 0 0 0~ ~0 - ,--- ~

1 8 1 8 2 3 Frame Number 2 Frame Number 1 FRONT ENDWALL

NOTE: (+)VERT= BEARING ON THE FOUNDATION;(-) VERT= ANCHOR RODS IN TENSION NOTE: (+)VERT= BEARING ON THE FOUNDATION;(-) VERT= ANCHOR RODS IN TENSION NOTE: (+)VERT= BEARING ON THE FOUNDATION;(-) VERT= ANCHOR RODS IN TENSION REACTION REACTION REACTION

DESCRIPTION SUPPORT HORIZ VERT MOMENT DESCRIPTION SUPPORT HORIZ VERT MOMENT DESCRIPTION SUPPORT HORIZ VERT (KIPS) (KIPS) (KIPS-FT) (KIPS) (KIPS) (KIPS-FT) (KIPS) (KIPS)

45 D 1 -3.08 5.84 .00 45 D 1 -4.05 9.13 .00 1 D+L 2 .00 .00 45 D 8 3.08 5.84 .00 45 D 8 4.05 9.13 .00 2 D+S 2 .00 .00 46 L 1 -3.70 7.01 .00 46 L 1 -4.98 11.24 .00 3 D+L+W C11P 2 -4.05 .00 46 L 8 3.70 7.01 .00 46 L 8 4.98 11.24 .00 3 D+L+W C11S 2 -2.56 .00 47 s 1 -10.79 20.44 .00 47 s 1 -14.52 32.78 .00 3 D+L+W C21P 2 2.15 .00 47 s 8 10.79 20.44 .00 47 s 8 14.52 32.78 .00 3 D+L+W C21S 2 3.64 .00 48 WC11PL 1 8.96 -15.36 .00 48 WC11PL 1 9.66 -18.50 .00 4 D+S+W C11P 2 -4.05 .00 48 WC11PL 8 -4.34 -11.56 .00 48 WC11P L 8 -2.27 -13.48 .00 4 D+S+W C11S 2 -2.56 .00 49 WC11PR 1 4.34 -11.56 .00 49 WC11PR 1 2.27 -13.48 .00 4 D+S+W C21P 2 2.15 .00 49 WC11PR 8 -8.96 -15.36 .00 49 WC11PR 8 -9.66 -18.50 .00 4 D+S+W C21S 2 3.84 .00 50 WC11SL 1 7.58 -11.09 .00 50 WC11SL 1 8.54 -11.68 .00 5 0.6D+W C11P 2 -5.40 .00 50 WC11SL 8 -2.96 -7.28 .00 50 WC11SL 8 -1.15 -8.66 .00 5 0.6D+W C11S 2 -3.42 .00 51 WC11SR 1 2.96 -7.28 .00 51 WC11SR 1 1.15 -8.66 .00 5 0.6D+W C21P 2 2.87 .00 51 WC11SR 8 -7.58 -11.09 .00 51 WC11SR 8 -8.54 -11.68 .00 5 0.6D+W C21S 2 4.85 .00 52 WC21PL 1 6.40 -16.14 .00 52 WC21PL 1 3.93 -18.70 .00 1 D+L 3 .00 .00 52 WC21PL 8 -8.40 -16.14 .00 52 WC21PL 8 -3.93 -18.70 .00 2 D+S 3 .00 .00 53 WC21PR 1 6.40 -16.14 .00 53 WC21PR 1 3.93 -18.70 .00 3 D+L+W C11P 3 -4.05 .00 53 WC21PR 8 -6.40 -16.14 .00 53 WC21PR 8 -3.93 -18.70 .00 3 D+L+W C11S 3 -2.56 .00 54 WC21SL 1 5.03 -11.87 .00 54 WC21SL 1 2.81 -11.88 .00 3 D+L+W C21P 3 2.15 .00 54 WC21SL 8 -5.03 -11.87 .00 54 WC21SL 8 -2.81 -11.88 .00 3 D+L+W C21S 3 3.84 .00 55 WC21SR 1 5.03 -11.87 .00 55 WC21SR 1 2.81 -11.88 .00 4 D+S+W C11P 3 -4.05 .00 55 WC21SR 8 -5.03 -11.87 .00 55 WC21SR 8 -2.81 -11.88 .00 4 D+S+W C11S 3 -2.56 .00 56 EL 1 .31 -.15 .00 56 EL 1 .46 -.24 .00 4 D+S+W C21P 3 2.15 .00 56 EL 8 .31 .15 .00 56 EL 8 .48 .24 .00 4 D+S+W C21S 3 3.84 .00 57 ER 1 -.31 .15 .00 57 ER 1 -.46 .24 .00 5 0.6D+W C11P 3 -5.40 .00 57 ER 8 -.31 -.15 .00 57 ER 8 -.46 -.24 .00 5 0.6D+W C11S 3 -3.42 .00

5 0.6D+W C21P 3 2.87 .00 5 0.6D+W C21S 3 4.85 .00

~ ~0

2 3 BACK ENDWALL

NOTE: (+)VERT= BEARING ON THE FOUNDATION;(-) VERT= ANCHOR RODS IN TENSION

REACTION SIDEWALL WIND BRACING DESCRIPTION SUPPORT HORIZ VERT NOTE: REACTIONS ARE AT THE BASE OF EACH COLUMN TO WHICH A BRACE ATTACHES.

(KIPS) (KIPS) REACTION

1 D+L 2 .00 .00 DESCRIPTION TENSION HORIZ VERT

2 D+S 2 .00 .00 (KIPS) (KIPS) (KIPS) 3 D+L+W C11P 2 -4.05 .00 MAXIMUM REACTION LEFT SIDEWALL 10.07 7.86 6.29 3 D+L+W C11S 2 -2.56 .00 MAXIMUM REACTION RIGHT SIDEWALL 10.07 7.86 6.29 3 D+L+W C21P 2 2.15 .00 3 D+L+W C21S 2 3.64 .00 4 D+S+W C11P 2 -4.05 .00

4 D+S+W C11S 2 -2.56 .00 4 D+S+W C21P 2 2.15 .oo 4 D+S+W C21S 2 3.84 .00 5 0.6D+W C11P 2 -5.40 .00 5 0.6D+W C11S 2 -3.42 .00 5 0.6D+W C21P 2 2.87 .00 5 0.6D+W C21S 2 4.85 .00 1 D+L 3 .00 .00 2 D+S 3 .00 .00 ERECTION REQUIRES MINOR ADJUSTMENTS 3 D+L+W C11P 3 -4.05 .oo 3 D+L+W C11S 3 -2.56 . 00 ESSEX STRUCTURAL STEEL CO., INC . ERECTION DRAWING 3 D+L+W C21P 3 2.15 .00 CORll.AND, NEW YORK 13045 3 D+L+W C21S 3 3.64 .00 REVISIONS 4 D+S+W C11P 3 -4.05 . 00 PROJECT: ISLAND LUMBER CO . 4 D+S+W C11S 3 -2.56 .00 1 POLPIS ROAD 4 D+S+W C21P 3 2.15 .00 NANTUCKET, MA 02554 4 D+S+W C21S 3 3.64 . 00 CONTRACTOR: IRISH SPAN INDUSTRIES, INC . 5 0.6D+W C11P 3 -5.40 .00 PROJECT NO.: S-1768 5 0.6D+W C11S 3 -3.42 .00

lln.E: SHEET: 5 0.6D+W C21P 3 2.87 .00 REACTIONS 5 0.6D+W C21S 3 4.85 .00

DRAWN BY: CRJ DATE: I SCALE: 2 08/18/17 D.N.S.

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(10) 3/4"x2-3/4" :]) A325 BOLTS

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~ J 36'0

72'0 FRAME No. 1 @ FRAME LINES 2,3, & 4

FLANGE BRACE TABLE

PARTMARK LENGTH PLACEMENT QTY/FRAME QTYIBLDG

FB1-1 2' 11-1/8 NS/FS 4 12

FB1-2 2' 11-5/16 NS/FS 4 12

FB1-3 2' 11-5/16 NS/FS 4 12

FB1-4 3' 6-7/8 NS/FS 4 12

FB1-5 3' 5-1/16 NS/FS 4 12

FB1-6 3' 3-3/8 NS/FS 4 12

FB1-7 3' 1-3/16 NS/FS 4 12

FB1-8 3' 4-3/16 NS/FS 4 12

8"

36'0

ERECTION REQUIRES MINOR ADJUSTMENTS

ESSEX STRUCTURAL STEEL CO., INC. COR1lAND, NEW YORK 13045 ERECTION DRAWING REVISIONS PROJECT: ISLAND LUMBER CD.

1 PDLPIS ROAD NANTUCKET, MA 02554

CONTRACTOR: IRISHSPAN INDUSTRIES, 1-----------1 PROJECT NO.: S-1768

1-----------1 Tl11.£: FRAME CROSS SECTION

l-----------1 DRAWN BY: CRJ SCALE: D.N.S.

INC.

SHEET:

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FLANGE BRACE TABLE

LENGTH PLACEMENT 2'8-11/16 INSIDE ONLY

2' 8-7/8 INSIDE ONLY

2' 8-7/8 INSIDE ONLY

3' 1 INSIDE ONLY

3' 0-3/16 INSIDE ONLY

2' 11-3/16 INSIDE ONLY

2' 9-13/16 INSIDE ONLY

2' 9-13/16 INSIDE ONLY

2' 9-13/16 INSIDE ONLY

36'0

QTY/FRAME

2

2

2

2

2

2

2

2

2

72'0 FRAME No. 2 @ FRAME LINES 1 & 5

QTY/BLDG

4 4

4 4 4 4

4 4 4

36'0

(12) 1"x3-1/2" A325 BOLTS

ERECTION REQUIRES MINOR ADJUSTMENTS

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ESSEX STRUCTURAL STEEL CO., INC. CORlLAND, NEW YORK 13045 ERECTION DRAWING REVISIONS PROJECT: ISLAND LUMBER CD.

1 PDLPIS ROAD NANTUCKET, MA 02554

CONTRACTOR: IRISHSPAN INDUSTRIES, 1------------l PROJECT NO.: S-1768

1------------llllLE: FRAME CROSS SECTION

1-----------1 DRAI'ttl BY: CRJ SCALE: D.N.S.

INC.

SHEET:

3A

8 I

0 I

SECTION LAP INDICATORS 3

G1

G1

G1

G1

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SECTION LAP INDICATORS 3 0

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SIDEWALLATA

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1------2'-4"-----l

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SIDEWALLAT D

NOTE: DOUBLE UP FLANGE BRACING ON ONE SIDE OF COLUMN AT FRAME LINE 3D ONLY

~ _(34 /__ G1

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MAIN FRAME COLUMN 2. LARGE FLANGE IS 114' \JIDER THAN SMALLER FLANGE.

FLANGE BRACE 3. LAP SMALL FLANGE INSIDE LARGE FLANGE. 4. TOP FLANGE POINTS TO\JARD ROOF.

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NOTE: BASE CLIP AND ANCHOR BOLTS SIT ON CURB, JAMB ON CURB

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2 3

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16

8

4 4

1

2

1

6

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1'1-3/4

2'1-3/4 3'1-3/4

PART

MARK DESCRIP LENGTH CB3 CABL.500 31' 3-1/2 G1 8Z2514 28'1-1/2 G2 8Z2516 29' 3- 1/2 G4 8Z2516 28' 10 GF1 8Z2516 14'10 GF2 8Z25 16 11'11-1/2 DJ1 C8x11.5 17' 1- 7/16 DH2 C8x11.5 12'0 BC1 8C2516 24'11- 1/2 BC2 8C2516 11'9 BC4 8C2516 25'9

PITCH 3 '12 ~ "-EAVE

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4. .,_

L CURB <BY OTHERS)

SECTION

ERECTION REQUIRES MINOR ADJUSTMENTS

ESSEX STRUCTURAL STEEL CO., INC. CORTI.ANO, NEW YORK 13045 ERECTION DRAWING REVISIONS PROJECT: ISLAND LUMBER CD.

1 PDLPIS ROAD NANTUCKET, MA 02554

l-----------1 CONTRACTOR: IRISHSPAN INDUSTRIES, PROJECT NO.: S-1768

1-----------1 Tlll..E: SIDE~ALL FRAMING PLAN l-----------1 DRAWN BY: CRJ I DATE: I SCALE:

08/18/17 D.N.S.

INC.

SHEET:

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END'WALL GIRT

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ENDWALL AT FRAME LINE 5

ENDWALL COLUMNS

PART MARK LOCATION LENGTH DESCRIPTION

EWC-1 1 21' 3-15/16 W8X18

EWC-1 2 21' 3-15/16 W8X18

ENDWALL AT FRAME LINE 1

ENDWALL COLUMNS

PART MARK LOCATION LENGTH DESCRIPTION

EWC-1

EWC-1

PART

QTY MARK

20 G3

4 GF4

4 DJ2

2 DH2

4 BC3

SIDEWALL GIRT <OUTSET>

CB-8 CLIPS

1 21' 3-15/16 W8X18

2 21' 3-15/16 W8X18

DESCRIP LENGTH

8Z3513 20' 7-5/16

8Z3512 23'11- 1/2

C8x11.5 21' 6-15/16

C8x11.5 24'0

8Z3512 20'8

FLANGE BRACE

0

0

MAIN FRAME COLUMN

0

\_2'x4' ANG.

ED CORNER

FIELD CUT AND INSTALL TO BRIDGE

DETAIL GAP

I C8-X CLIP ""1 (END WALL <WELDED TO COLUMN COLUMN)

r-, __

·-I 7 0 0 0 0 7

L 0 0 0 0 --L1 NDWAL '-, •xt • E Lw ~! GIRT GRADE 2 BOLTS

3-3/4" 3-3/4" CD SECTION

0

ERECTION REQUIRES MINOR ADJUSTMENTS

~·xt!• GRADE 2 BOLTS

ESSEX STRUCTURAL STEEL CO., INC. CORlLAND, NEW YORK 13045 ERECTION DRAWING REVISIONS PROJECT: ISLAND LUMBER CD,

1 PDLPIS ROAD NANTUCKET, MA 02554

1-----------1 CONTRACTOR: IRISHSPAN INDUSTRIES, 1-----------j PROJECT NO.: S-1768

1-----------1 TilLE: END~ALL FRAMING PLAN SCALE: D.N.S.

l------------1 DRA'AN BY: CRJ

INC.

SHEET:

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ENDWALLAT 5

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HEAD TRIM II~

SIDEWALL AT D

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0

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PANEL \ "f r- 8ux2-112• BASE 1 ANCHOR TO 12uTEK~ CONCRETE \.JITH SCRE\.J \ TAPCON ANCHORS

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I D CORNER DETAIL I 7 R-PANEL

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B 7

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ENDWALLAT 1

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cl::l

R-PANEL J·~ J TRIM

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A \DOOR AND wiNDOw \!_)JAMB DETAIL

\.J A L L """"""" PANEL I' CEE

l~uTEK ~ n .I HEADER

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a: ....... w z Cx> a: .,.... 0

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WALL PANEL TO BE: 26 GA. "PBR" WITH SLATE GRAY (KYNAR) FINISH TRIM TO BE: 26 GA. PAINTED, "J",HEAD TRIM, & BASE TRIM TO BE SLATE GRAY BALANCE TO BE CHARCOAL GRAY

ERECTION REQUIRES MINOR ADJUSTMENTS

ESSEX STRUCTURAL STEEL CO., INC. CORTLAND, NEW YORK 13045 ERECTION DRAWING REVISIONS PROJECT: ISLAND LUMBER CO.

1 POLPIS ROAD NANTUCKET, MA 02554

CONTRACTOR: IRISHSPAN INDUSTRIES, INC. 1-----------f PROJECT NO.: S-1768

1----------f TillE: W'ALL PANEL AND INSULA TIDN PLAN SHEET:

1-----------fDRAWN BY: CRJ I DATE: I SCALE: 08/18/17 D.N.S.

7

CD

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, OUTSIDE RIDGE CLOSURE r CAP TEK- .-ROOF

SCRE'w' PANEL I

4" ~ FROM RIDGE

LINE I

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DETAIL

--- ----------------

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MINI POINT END 'w' ALL FRAMING--, <SEE END 'w' ALL

SEALANT TAPE] FRAMING PLAN) 1215\ ROOF

CUSTOM \ fPANEL RAKE TRIM -~ ~ j\

O~~~N~~~ ' ROOF_/ 0 0 ...,

1~'TEK---- PURLIN 0 0 SCRE'w'S --; M - - - - f.-- - -I- -

RAKE FASCIA ___/11::!: ------::::=:==:::::::: /-~1-=u,....L--I 975 SOFFIT-------- _/ I 1-2x4

975 J-TRIM .-~-/~4'---...lL.A_NGLE

'w' ALL PANEL L OUTSIDE <FIELD CUT AT PURLINS) CLOSURE

c RAKE TRIM 8 DETAIL -

A 8

NOTE:

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1~· TEK SCRE'v/ \ RDOFl

::-\Z" t- PANEL MINI POINT /\\ J

G~~~~~~~ ~~tee:====~~~~~~~ STRAPS ty"1 1 24' D.C. lr-975 J or

GUTTER_/ I Ill F-~RIM 1215 EAVE _t;/fa:"""'-----:=:::'=j'::::::~~'---:::~OIUTSIDE

TRIM /1 ---.__ ~ CLOSURE <.......:r---_ ~/ r--EAVE FASCIA

ELBO'v/S I -----. ~'WALL PANEL

29 GA. SOFFIT PANEL_)

lr- DO'v/N SPOUT STRAP

DO'v/N SPOUT ------=r--0-~

lr- DD'v/N SPOUT f---"'ilo- STRAP

I--MINI POINTS ELBO'v/~

V_vL GUTTER DETAIL

ROOF TO BE 26 GA. "PBR" PANEL PAINTED CHARCOAL GRAY ROOF TRIM TO BE 26 GA. PAINTED CHARCOAL GRAY

ERECTION REQUIRES MINOR ADJUSTMENTS

ESSEX STRUCTURAL STEEL CO., INC. CORTLAND, NEW YORK 13045 ERECTION DRAWING REVISIONS PROJECT: ISLAND LUMBER CO.

1 POLPIS ROAD NANTUCKET, MA 02554

CONTRACTOR: IRISHSPAN INDUSTRIES, INC. 1----------1 PROJECT NO.: S-1768

1----------ITITLE: ROOF PANEL AND INSULATION PLAN

1----------1 DRAv.N BY: CRJ I DATE: SCALE: 08/18/17 D.N.S.

SHEET:

8